Loading...
HomeMy WebLinkAbout1433.97.3dJ m c0 O N N O r- N N I GARAGE SLAB O I WATER PROOFING I O N O m N 0 I FIN. FLR. 4" GONG. 5LAB 16" WIDE x 8" DEEP GONG. FTC. 87' -0" 27' -10" 5q' -2" — — — — — — — — — — — — — — — — — — - - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — _ ---------------------------------------- - - - - -- ---- - - - - -- - - - - - -- - — — — — — — — — — — — — - - — — — — — — — — — — — — — — — — — — — — — — I I H I I I I 1 1 I I 1 1 132 "X24" I I I I GRAWL ACCESS ry I o I I I I I I I 1 I IO' -5" 12' -0" 12' -0" 12' O" I I 81 I I I I I _ 1 I— I o I 1 LVL BEAM 14' -4" 4' -4" FIREPLAGE I FOUNDATION I I I I I I I I I L— J L -- J L - - -J L--- — J 4" DEEP x 16" WIDE I ( O 6' -7" 6 _7 I I PILASTER THICKENED WALL PIER 1 TOP ® 12" BELOW 1 TOP OF FOUND. WALL I------- - - - - -- - - -- SF 2507 I I I 1 LVL BEAM 1 1 — — — — — — — — — — — — — — - - I I 1 32"X24" 1 16" x 16" BLOCK PIER ON 30" x 30" x 12" GONG. PAD FT'G. I I I I G R A � /� I I S P A D E I CVIL I ACCESS I I Y L L- I 10' -5" 12' -0" 1 2' -0" MIN BETWEEN EARTH AND JOIST 2 RI61D INSULATION AT PERIMETER I _ I SAND ON VISGEEN VAPOR BARRIER I 1 l _ I _ I r I _ , I f - — — — ;„ — ' 0 1/2" - - - — — — --- - - - - -- ---- ` - - - -- Li 3 -0 I - - - - -- — - - - -- ------ - - - - -- 1----------- -J L- - -J L - -- 06 "TUB/ - LINEN - - - - I PILASTER SLOWER I 2 -0 O ------------ - - - - --- I N �X�12G � �� I 1 TIC, N 8' -0° FOOM 1 cz TILE I 1 _ CARPET I I I 1 14' -5 I/2" E' OAS 45' 21/2" I - I r 4' -0 L BEAM I I G i LVL BEA I I I I FRAM J I 131-111, 14' -O" 13' -10" 35-4" FCUNI�ATION NOTES: I. ALLOWABLE SOIL PRESSURE 2000 PSF. 2. FLOOR 5LA5 AREAS TO BE COMPACTED N TO 15% MAX. DRY DENSITY. _ 3. STANDARD BASEMENT AND GARAGE SLAB TO BE 4" CONCRETE ON 6 MIL. VAPOR BARRIER OVER 4" GRAVEL FILL. 4. STRUCTURAL CONCRETE FOOTING TO BE 2500 PSI, SLABS 3500 PSI. - O� 5. BOTTOM OF ALL FOOTINGS TO BE SET cs BELOW LOCAL FROST LINE. 5EE DETAILS. WATER 6. PROVIDE ANCHOR BOLTS 1/2" PIA. xIO" PROOFING STARTING @ 6 FROM EACH CORNER 0 6-0 O.G. AND AT EACH SIDE OF ALL OPENIN65, MIN. (2) PER PIECE OF SILL. 2Pr � Q m 1 L— --iJ U FIN. FLR. -c\v m i It 1 13547 -2 R.O. 70 3/4" X l 7 3/4" MASONRY R.O 6 3/4" X 53 4" WOOD TIE I WINDOW 6" I ONLY - — — I DROP THIS SEGTI 2/8 DOOR cp U c0 E EGTO SUMP m m CARPET i OF WALL TO 1 PIT PIT <t SUPPORT SHO R L_ GF — — — — FI — — — — — — 3 -0 FLOOR i N - - - - - -- � � " LVL 27-61/2 r - - - - -- — I i I m is I 1 I U~i X I I DROPPED F LOOR SYSTEM FOR 1 PROVIDE LEAD WALLS X 1 MASTER SH WER. USE 2x6 OR I 1 � � - _I 1 AS REG2UIRED I I = O > I I I 161, FLOOR O.G. JOII�T5 IN THIS ARE,\ UBLE LAYER SUB FLOOR UNFINISHED U I I — — TO MAINTAIN 51/2" STEP FROM 1 N LVL 1 MAIN FLOG TO SHOWER. KEEP FRAME TH15 SECTION OM CORPS FLUSH. L E I I I---- - - - - -- - -- -- ---- ----- - - -- -- — 7 OF WALL 1 "O SUPPORT H R m I I ---- RZ4" - - -- - - - - - -- -� I FLOOR - - - - - - - - - - - - — — 1 ACCESS I I 0 ID I I © < O /'i I I ' mU z u I I I cv I6 "x8" VENT (TYP.) I r v I N z� " Q� I I I �G� o w 0 N v� I GRANL SP _ r I 1 I p p SLOPE SLAB I /8" PER FT, r o d l I I 2' -0" MIN BETWEEN EARTH AND JOIST I ___ TOWARDS DOOR ABOVE N ~ Pill 2" RIGID INSULATION AT PERIMETER I r SAND ON \ /150UEEN VAPOR BARRIER I I � I - - -- -- - - - -- )NO. SLAB -------- - - � I I 1 I I - - - -- �-- -------- - - - - -- IDE x 8 FOOTING " DEEP I e 22' -6" I r — — — — — - - — I 11'-4" W/ (2) #5 BARS CONT. I I I I I I 1 I I- _ I I UNEX U I EXGA �l ATEU 1 I D.O. m 4" GONG. SLAB ON I I 1 - - -� 4" COMP. SAND FILL 1 L-------- - - - - -� 1 1 I ' I I I z z1 7 7771177111 Z ZZ Z 772=1 = Q) ----- - - -- - -- ---- �— c�v 1 L - - - - -- ------ - - - - -- 3'x2' GONG. PAD FTC. 16" SPREAD FTC. I � I cV — — — — — — — — — — — — — — — — — — — — — — 2' -O" O I r Nil -� - - — — — m — - - -J I m O ' 1 12' -O" 13' -2 1/2" 3. 0.. m r -- - - - - -- — - -- 20' -51/2" L - -J 16'_0" 15' -8" FIN. FLR. PORCH 5LAB GONG. WALL N I6 "x8" DEEP GONG. FOOTING W/ (2) #5 BARS CONT. �r N -' FIN. FLR. GARAGE 5LAB N GONG. WALL I6 "x8" DEEP GONG. FOOTING CONT. 23' -5 1/2" I A 1. I 12' -O" I6-2 1/2" UNFINISHED FINISHED TOTAL in sn N m �t 1 6 1 I SF 546 SF 2507 SF